A cable railway grip couples a car to a moving haul cable beneath the street. The enlarged drawing below shows the bottom-grip principle: a hand lever operates a sliding center plate, and frame rollers press hinged dies against the cable. The calculator estimates the steady uphill pull and power needed to overcome gravity.
Cable Railway Grip Interactive Calculator
Explore a cable car’s steady uphill pull and power. Adjust loaded weight, grade and cable speed; inspect the engaged grip in a separate end-view cutaway.
Equation Used
- Steady uphill travel with no slip between grip and cable.
- Weight is loaded car weight in lbf.
- Grade is rise divided by horizontal run, multiplied by 100.
- Only the component of gravity parallel to the track is calculated.
- Illustrative road-wheel radius 1.25 ft; grip proportions are schematic.
- Grip stays engaged; no opening, pickup or engagement dynamics are modeled.
Gravity-only steady climb. Available grip traction and engagement forces are not calculated.
From the hand lever to the cable
The Cable Car Museum describes the Eppelsheimer bottom grip as a lever-operated assembly carried by the car. Lowering its center plate brings the hinged dies against frame rollers and closes them around the cable. An intermediate lever position can retain the cable while allowing it to run through freely.
The upper animation is a side view following the car at cable speed. Its grip is engaged throughout. The rope therefore has no motion relative to the car, while the road moves backward and the car wheels turn. The lower cutaway looks along the cable: the circle of strands is its cross-section, between the two die recesses. Rollers belong to the frame; they are not cable-driving wheels.
The hand lever, short crank and link are connected to the center plate. The drawing holds these parts at the engaged position; it does not animate the pickup, engagement or release sequence. The selected proportions make the load path visible, rather than reproduce a service drawing.
Explore the effect of weight, grade and speed
Use loaded car weight, including passengers or cargo. Grade is rise divided by horizontal run, expressed as a percentage. Speed is distance traveled along the track per hour.
Changing weight scales the calculated uphill pull and power. Increasing grade tilts the track and car and increases the component of gravity along the track. Increasing cable speed changes wheel and ground motion and raises the power required for the same pull. At zero speed the car remains visible and stationary; an uphill holding force is still needed.
This is a demand calculation for an ideal steady climb. It does not calculate the grip’s available traction, required hand force, die pressure or rope strength.
Exact grade-force and power equations
Let g=G/100, where G is the percentage grade. The slope angle is θ=atan(g), so sin θ=g/√(1+g²). If W is the car’s weight in lbf, gravity acts downhill with force F=W sin θ.
For constant speed and no other resistance, the cable supplies the same uphill force. With v in mph, cable speed in ft/s is u=5280v/3600. Mechanical power is P=Fu/550 horsepower, equivalently P=Fv/375.
Grade is rise divided by horizontal run, so the exact gravity component is Wg/√(1+g²). Rolling resistance, acceleration, curves and other losses are excluded; their demands must be added for a full vehicle calculation.
Example: 25,000 lbf car on a 21% grade
For G=21%, g=0.21 and θ=atan(0.21)=11.86°. The gravity component is 25,000×0.21/√(1+0.21²)=5,137.93 lbf.
At 9 mph, the car and cable travel at 13.2 ft/s. The gravity-only mechanical power is 5,137.93×13.2/550=123.31 hp. These are selected teaching values, not an operating certification for a particular route or vehicle.
At the same grade and weight, halving speed halves power but leaves pull unchanged. Doubling loaded weight doubles both pull and power. At zero grade this gravity-only model returns zero pull and power; a real car still needs force to overcome rolling and other resistance.
What the drawing and calculation establish
The view distinguishes the car’s rotating road wheels, the translating street in the camera frame, and the cable locked to the grip. The enlarged end view shows how the two hinged dies fit between the frame rollers and close around the cable.
Grip holding capacity depends on normal loading, contact geometry, materials and operating conditions. None is inferred from car weight or speed alone. The result is required gravity pull, not proof that a grip will hold.
Acceleration while engaging a moving cable introduces inertia and sliding energy. The steady engaged scene deliberately omits that transient. The wheel radius and all grip dimensions are illustrative; road-wheel rotation is consistent with the selected radius and displayed travel.
Cable grip calculator questions
Why is the cable not sliding through the closed grip?
In the illustrated no-slip engaged state, car and cable have equal speed. The camera follows the car, so both appear stationary relative to each other.
What changes when the grip is released?
The car is no longer constrained to cable speed. Release, coasting and braking are outside this steady-climb animation.
Is percentage grade an angle?
No. A 21% grade has 0.21 units of rise per unit of horizontal run and an angle of about 11.86°.
Why does stopping give zero power but nonzero pull?
Mechanical power is force multiplied by velocity. Holding a load on a hill still requires force when velocity is zero.
Does the result size the grip or cable?
No. It is only the gravity component of the vehicle’s traction demand. Capacity and operating checks require a separate model.
Construction reference
San Francisco Cable Car Museum: The Grip, including its labeled grip diagram and bottom-view photograph, documents the hand lever, carry bar, center plate, rollers and hinged dies. The explanatory section shows these components with illustrative dimensions.
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